|
Report_Id: 211316 Est NO 0009 |
Date:07/08/2022 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 211316 | Estimate Number | 0009 | Estimate Type | PROGRESS | ||
| District Office | COVINGTON (06320) Keith, Jerry F. | ||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | ADDR SN 0 VC Code KY0029124 | |||||
| 460 SHORELAND DRIVE | |||||||
| WALTON , KY , 41094 | |||||||
| Pay Period | 06/03/2022 TO 06/17/2022 | ||||||
| Date Approved | 06/24/2022 | ||||||
| Primary Proj Number | DE04111382116 | ||||||
| Project No. | STP BRZ 0603 (233) | ||||||
| Primary County | GRANT | ||||||
| Name of Road | BLANCHET ROAD (CR 1138) | ||||||
| Description | CONSTRUCT NEW CONNECTOR BETWEEN BLANCHET AND DELANEY ROAD TH AT REPLACES BRIDGE ON NORTH END, 0.2 MILES SOUTHEAST OF US25 | ||||||
| Date Let | 05/21/2021 | Formal Acceptance | |||||
| Date Awarded | 06/02/2021 | Date Work Began | 12/13/2021 | ||||
| Date Contract Executed | 06/24/2021 | Open To Traffic | |||||
| Date NTP Issued | 06/24/2021 | Actual Completion Date | |||||
| Current Contract Amount | $2,586,828.17 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $2,586,828.17 |
Total Earnings | $879,182.89 |
$789,003.04 |
$90,179.85 |
|
| Percent Complete | 34.73 |
Stockpiled Materials | $19,293.21 |
$19,293.21 |
$0.00 |
|
| Funds Available | $1,688,352.07 |
Gross Earnings | $898,476.10 |
$808,296.25 |
$90,179.85 |
|
| Total Change Orders | $0.00 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $898,476.10 |
$808,296.25 |
$90,179.85 |
|||
| Contract Id | 211316 | Change Order Summary |
County | GRANT | ||||||
| Estimate Nbr | 0009 | Project Number | STP BRZ 0603 (233) | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | Period | 06/03/2022 TO 06/17/2022 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 211316 | COMMONWEALTH OF KENTUCKY |
County | GRANT | ||||||
| Contract Type | GRAS GRADE & DRAIN WITH ASPHALT SURFACE | TRANSPORTATION CABINET |
Primary Project Number | DE04111382116 | ||||||
| Estimate Nbr | 0009 | Period | 06/03/2022 TO 06/17/2022 | |||||||
| Contractor | LAWRENCE CONSTRUCTION AND LEASING INC | |||||||||
| Project | DE04111382116 | Fed/State Project Number | STP BRZ 0603 (233) | Category | ||||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| Project | DE04111382116 | Fed/State Project Number | STP BRZ 0603 (233) | Category | 0001 PAVING | |||||||
| 0005 | DGA BASE | 00001 | TON | 3,145.00 | 3,145.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0010 | ASPHALT SEAL AGGREGATE | 00100 | TON | 89.00 | 89.000 | 0.000 | 0.000 | 130.20 | 0.00 | |||
| 0015 | ASPHALT SEAL COAT | 00103 | TON | 11.00 | 11.000 | 0.000 | 0.000 | 813.75 | 0.00 | |||
| 0020 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 1,917.00 | 1,917.000 | 0.000 | 0.000 | 64.05 | 0.00 | |||
| 0025 | ASPHALT PRIME COAT | 00296 | TON | 3.00 | 3.000 | 0.000 | 0.000 | 1,155.00 | 0.00 | |||
| 0030 | CL2 ASPH SURF 0.38B PG64-22 | 00307 | TON | 513.00 | 513.000 | 0.000 | 0.000 | 88.20 | 0.00 | |||
| 0035 | ASPHALT MATERIAL FOR TACK | 00356 | TON | 5.00 | 5.000 | 0.000 | 0.000 | 735.00 | 0.00 | |||
| 0040 | REMOVE PAVEMENT | 02091 | SQYD | 505.00 | 505.000 | 140.000 | 140.000 | 5.00 | 700.00 | |||
| 0045 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 1,732.50 | 0.00 | |||
| 0050 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 34.00 | 34.000 | 0.000 | 0.000 | 115.50 | 0.00 | |||
| Project | DE04111382116 | Fed/State Project Number | STP BRZ 0603 (233) | Category | 0002 ROADWAY | |||||||
| 0055 | CRUSHED AGGREGATE SIZE NO 2 (REVISED: 5-18-21) | 00078 | TON | 16,663.00 | 16,663.000 | 23.320 | 6,479.630 | 6,502.950 | 30.00 | 699.60 | 195,088.50 | |
| 0060 | DELINEATOR FOR GUARDRAIL BI DIRECTIONAL WHITE | 01987 | EACH | 57.00 | 57.000 | 0.000 | 0.000 | 8.78 | 0.00 | |||
| 0065 | BARRICADE-TYPE III | 02014 | EACH | 8.00 | 8.000 | 4.000 | 4.000 | 131.25 | 525.00 | |||
| 0070 | TEMP DITCH | 02159 | LF | 1,269.00 | 1,269.000 | 522.000 | 522.000 | 1.00 | 522.00 | |||
| 0075 | CLEAN TEMP DITCH | 02160 | LF | 1,269.00 | 1,269.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0080 | STRUCTURE EXCAV-UNCLASSIFIED | 02203 | CUYD | 604.00 | 604.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 0085 | EMBANKMENT IN PLACE | 02230 | CUYD | 153,669.00 | 153,669.000 | 21,075.000 | 33,300.000 | 54,375.000 | 3.75 | 79,031.25 | 203,906.25 | |
| 0090 | REMOVE FENCE | 02265 | LF | 377.00 | 377.000 | 377.000 | 377.000 | 7.33 | 2,763.41 | |||
| 0095 | GUARDRAIL-STEEL W BEAM-S FACE | 02351 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 27.96 | 0.00 | |||
| 0100 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 59.08 | 0.00 | |||
| 0105 | GUARDRAIL END TREATMENT TYPE 7 | 02371 | EACH | 9.00 | 9.000 | 0.000 | 0.000 | 1,469.33 | 0.00 | |||
| 0110 | REMOVE GUARDRAIL | 02381 | LF | 142.00 | 142.000 | 0.000 | 0.000 | 4.86 | 0.00 | |||
| 0115 | EXTRA LENGTH GUARDRAIL POST | 02399 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 44.74 | 0.00 | |||
| 0120 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0125 | WITNESS POST | 02432 | EACH | 14.00 | 14.000 | 0.000 | 0.000 | 126.00 | 0.00 | |||
| 0130 | CHANNEL LINING CLASS II | 02483 | TON | 1,607.00 | 1,607.000 | 25.440 | 25.440 | 49.33 | 1,254.95 | |||
| 0135 | CLEARING AND GRUBBING (7.8 ACRES) | 02545 | LS | 1.00 | 1.000 | 0.050 | 0.900 | 0.950 | 186,500.00 | 9,325.00 | 177,175.00 | |
| 0140 | CONCRETE-CLASS B | 02555 | CUYD | 116.00 | 116.000 | 0.000 | 0.000 | 506.00 | 0.00 | |||
| 0145 | TEMPORARY SIGNS | 02562 | SQFT | 116.00 | 116.000 | 104.000 | 104.000 | 9.45 | 982.80 | |||
| 0150 | FABRIC-GEOTEXTILE CLASS 2 | 02603 | SQYD | 39,929.00 | 39,929.000 | 28,036.700 | 28,036.700 | 2.61 | 73,175.78 | |||
| 0155 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 7,500.00 | 0.00 | |||
| 0160 | TEMP SILT FENCE | 02701 | LF | 6,318.00 | 6,318.000 | 2,880.000 | 2,880.000 | 2.00 | 5,760.00 | |||
| 0165 | SILT TRAP TYPE A | 02703 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0170 | SILT TRAP TYPE B | 02704 | EACH | 450.00 | 450.000 | 7.000 | 20.000 | 27.000 | 10.00 | 70.00 | 270.00 | |
| 0175 | SILT TRAP TYPE C | 02705 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 10.00 | 30.00 | |||
| 0180 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 16.00 | 16.000 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| 0185 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 450.00 | 450.000 | 4.000 | 5.000 | 9.000 | 1.00 | 4.00 | 9.00 | |
| 0190 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0195 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.050 | 0.350 | 0.400 | 21,000.00 | 1,050.00 | 8,400.00 | |
| 0200 | EROSION CONTROL BLANKET | 05950 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 2.50 | 0.00 | |||
| 0205 | TEMP MULCH | 05952 | SQYD | 55,817.00 | 55,817.000 | 29,046.000 | 29,046.000 | 0.26 | 7,551.96 | |||
| 0210 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 55,817.00 | 55,817.000 | 0.000 | 0.000 | 0.27 | 0.00 | |||
| 0215 | INITIAL FERTILIZER | 05963 | TON | 2.00 | 2.000 | 0.000 | 0.000 | 904.18 | 0.00 | |||
| 0220 | MAINTENANCE FERTILIZER | 05964 | TON | 1.00 | 1.000 | 0.000 | 0.000 | 904.18 | 0.00 | |||
| 0225 | SEEDING AND PROTECTION | 05985 | SQYD | 500.00 | 500.000 | 0.000 | 0.000 | 1.68 | 0.00 | |||
| 0230 | SPECIAL SEEDING CROWN VETCH | 05989 | SQYD | 33,127.00 | 33,127.000 | 0.000 | 0.000 | 0.19 | 0.00 | |||
| 0235 | AGRICULTURAL LIMESTONE | 05992 | TON | 21.00 | 21.000 | 0.000 | 0.000 | 180.91 | 0.00 | |||
| 0240 | SBM ALUM SHEET SIGNS .080 IN | 06406 | SQFT | 17.00 | 17.000 | 0.000 | 0.000 | 58.52 | 0.00 | |||
| 0245 | STEEL POST TYPE 1 | 06410 | LF | 60.00 | 60.000 | 0.000 | 0.000 | 21.90 | 0.00 | |||
| 0250 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 20,315.00 | 20,315.000 | 0.000 | 0.000 | 0.28 | 0.00 | |||
| 0255 | FUEL ADJUSTMENT | 10020NS | DOLL | 38,776.00 | 38,776.000 | 22,442.740 | 22,442.740 | 1.00 | 22,442.74 | |||
| 0260 | W METER RELOCATE | 14030 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 300.00 | 0.00 | |||
| 0265 | W SERV PE/PLST LONG SIDE 3/4 IN | 14080 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,200.00 | 0.00 | |||
| 0270 | W SERV PE/PLST SHORT SIDE 3/4 IN | 14085 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 600.00 | 0.00 | |||
| 0275 | W VALVE BOX ADJUST | 14113 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 250.00 | 0.00 | |||
| 0280 | REMOVE SIGN | 21373ND | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 138.10 | 0.00 | |||
| 0285 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 2,621.00 | 2,621.000 | 0.000 | 0.000 | 26.01 | 0.00 | |||
| 0290 | REMOVE GATE | 23189EC | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 200.00 | 200.00 | |||
| 0295 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 32,762.00 | 32,762.000 | 0.000 | 0.000 | 5.86 | 0.00 | |||
| 0300 | BARCODE SIGN INVENTORY | 24631EC | EACH | 11.00 | 11.000 | 0.000 | 0.000 | 69.05 | 0.00 | |||
| 0305 | REMOVE STONE MASONRY WALL | 24956ED | LF | 29.00 | 29.000 | 29.000 | 29.000 | 300.00 | 8,700.00 | |||
| Project | DE04111382116 | Fed/State Project Number | STP BRZ 0603 (233) | Category | 0003 DRAINAGE | |||||||
| 0310 | ENTRANCE PIPE-15 IN | 00440 | LF | 34.00 | 34.000 | 0.000 | 0.000 | 65.50 | 0.00 | |||
| 0315 | CULVERT PIPE-18 IN | 00462 | LF | 204.00 | 204.000 | 0.000 | 0.000 | 91.68 | 0.00 | |||
| 0320 | CULVERT PIPE-24 IN | 00464 | LF | 332.00 | 332.000 | 332.000 | 332.000 | 114.41 | 37,984.12 | |||
| 0325 | CULVERT PIPE-36 IN | 00468 | LF | 233.00 | 233.000 | 0.000 | 0.000 | 172.89 | 0.00 | |||
| 0330 | PERFORATED PIPE-4 IN | 01000 | LF | 489.00 | 489.000 | 86.000 | 86.000 | 22.06 | 1,897.16 | |||
| 0335 | PERFORATED PIPE-6 IN | 01001 | LF | 487.00 | 487.000 | 187.000 | 187.000 | 24.51 | 4,583.37 | |||
| 0340 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 82.00 | 82.000 | 20.000 | 20.000 | 22.06 | 441.20 | |||
| 0345 | NON-PERFORATED PIPE-6 IN | 01011 | LF | 35.00 | 35.000 | 11.000 | 11.000 | 24.51 | 269.61 | |||
| 0350 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 8.00 | 8.000 | 0.000 | 0.000 | 500.00 | 0.00 | |||
| 0355 | PERF PIPE HEADWALL TY 1-6 IN | 01021 | EACH | 4.00 | 4.000 | 1.000 | 1.000 | 500.00 | 500.00 | |||
| 0360 | PIPE CULVERT HEADWALL-18 IN | 01204 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 987.00 | 0.00 | |||
| 0365 | PIPE CULVERT HEADWALL-24 IN | 01208 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,210.00 | 1,210.00 | |||
| 0370 | PIPE CULVERT HEADWALL-36 IN | 01212 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,740.00 | 0.00 | |||
| 0375 | METAL END SECTION TY 1-15 IN | 01370 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 3,214.29 | 0.00 | |||
| 0380 | DROP BOX INLET TYPE 5A | 01502 | EACH | 1.00 | 1.000 | 0.500 | 0.500 | 5,966.00 | 2,983.00 | |||
| 0385 | FABRIC-GEOTEXTILE CLASS 2 FOR PIPE | 02607 | SQYD | 1,606.00 | 1,606.000 | 128.760 | 128.760 | 2.00 | 257.52 | |||
| 0390 | PIPELINE INSPECTION | 24814EC | LF | 2,995.00 | 2,995.000 | 0.000 | 0.000 | 2.16 | 0.00 | |||
| Project | DE04111382116 | Fed/State Project Number | STP BRZ 0603 (233) | Category | 0004 DEMOBILIZATION &/OR MOBILIZATION | |||||||
| 0395 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 119,599.50 | 119,599.50 | |||
| 0400 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 36,461.51 | 0.00 | |||
| SUBTOT | $90,179.85 |
$879,182.88 |
||||||||||
| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
0320-1-0I |
PIPE, CMP 1.63 MM | FT |
332.00 | 0001 | $47.336350 | $15,715.67 | ||||||
0325-1-0I |
PIPE, CMP 1.63 MM | FT |
233.00 | 0001 | $82.803470 | $19,293.21 | ||||||
0320-1-0A |
PIPE, CMP 1.63 MM | FT |
332.00 | 0005 | $47.336350 | $-15,715.67 | ||||||
| SUBTOT | $19,293.21 |
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